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Geotechnical and Materials Engineering Standards for Bridge ...

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BLOCKS: To prepare a test hole log which is mirrored, type.<br />

[- Lj following each block name.<br />

eg. LOCN-L<br />

UD6 -L<br />

- Test Hole label (verticle)<br />

insert at depth 0<br />

- MCN - Location, metre <strong>and</strong> blow count<br />

- 1LX)CA - Location, metre, blow count <strong>and</strong><br />

atterberg symbols<br />

- Test Hole Labels (Horizontal)<br />

- LocN-H - Socation, metre <strong>and</strong> blowcounts<br />

- LocA-A - Location, metre, blowcount<br />

<strong>and</strong> atterberg symbols<br />

LQG - TEST HOLE LOG OUTLINE (USE AutoCAD insert comm<strong>and</strong>}<br />

- insert @ 0,O on layer 0<br />

(X - scale Factor - 1)<br />

(Y - scale Factor - depth of holc)<br />

eg, Y scale Factor 2.9 creates a test hole<br />

log 2.9 metres deep.<br />

E = EMI) OF HOLE<br />

- defines test hole which has reached<br />

required depth <strong>and</strong> depth (n).<br />

l? = REFUSAL<br />

- defines depth which hole was terminated due<br />

to material density encountered <strong>and</strong><br />

depth (m) .<br />

B = BOUNDARY<br />

- shows defined material boundary <strong>and</strong><br />

depth (m).<br />

DB - DASHED BOUNDARY<br />

- shows approximats material boundary <strong>and</strong><br />

depth (m) .<br />

WT-M - WATER TABLE MEASURED <strong>and</strong> date<br />

WT-E = WATER TABLE ESTIMATED <strong>and</strong> date<br />

WT-A - WATER TAELE ARTESIAN <strong>and</strong> date<br />

DO - DISTUREEP SAMPLES<br />

Dl - DO used <strong>for</strong> disturbed samples driven greater<br />

D2 than 1.0m or samples wfth dual results<br />

D3<br />

D4<br />

D5 - Dl to Dl0 are <strong>for</strong> disturbed samples driven<br />

D6 .Im to I.Om<br />

D7<br />

D8<br />

D9<br />

Dl0

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